The URL can be used to link to this page

Home My WebLink AboutR-4137076, Lu I, I. mm�mm _ . __-__ F. I�-- ---------------------------------- --- - - - - -- 1 CP 204 1 � ❑R� CP 219 STALL I STALL STALL STALL PHASE 5A STALL z SCRIBE: SET $ I z MAG SEr l I �- J I -� I I 1 1 A-3 A-4 A-5 A-6 A-7 x 1 " PHASE 4 f I I I I IL C I I II I II I I I 1I II I I .IIII I _9m° �o BLDG BLDG BLDG BLDG BLDG BLDG 15-1065-108 15-107 5_105 5-104 5-103 � �� o n� i �1 SH ,I-woo�� TEMPORARY GUARD SHACK IFAIRPORT J GATE V-10 0H0 LAGGER PROVIDED o SSB � z PKW SET oHw i TO MAINTAIN AIRPORT 100 �� - TRAFFIC THROUGH o ,. •- - - GATE V-10 ow � �� r r , OHw MAINTAIN ACCESS TO " �i �' - , - w LTURNSTILE AT ALL TIMES II SB n sow - - MAINTAIN ACCESS TO � S own x � i � -� � RESTROOM AT ALL TIMES N33 10 � _ ONE �� R ROAD ,... ......,e.� ., 3� Opp � EAST 30 15 0 15 30 60 goo pHW CP zos SCALE: 1:30 Z PKW DC DATUM NOTE: I' n Z�HM1SET " APRON A CONSTRUCTION PHASING & STAGING PLAN LEGEND ��'\V��- -�ONW SCALE: 1" = 30' Z PLANS PREPARED USING NGVD 29 AS THE ,�.,.. VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. DEWATERING FACILITY GENERAL NOTES CONSTRUCTION PHASING NOTES V ----- -x - FOD/SECURITY FENCE 1• THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIOR 1. UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, AUTHORIZATION FROM BOEING SECURITY AND UNDER SECURITY SUPERVISION. -� - LOW PROFILE FOD BARRIER 2. CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURITY FENCE FOR THE DURATION OF -o - CONSTRUCTION FENCE CONSTRUCTION. SECURITY FENCING SHALL BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURITY FENCING �Q CONSTRUCTION GATE 3. THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME DURING CONSTRUCTION. IF STALL C� WORK AREA IMPACTS ARE REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER A MINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR ACCESS THE STALL. CONTRACTOR STAGING AREA 4. APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR HAUL ROUTE 5. THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. *000+ BOEING VEHICLE ROUTE 6. BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH THE SITE AT ALL TIMES. UNLESS - - - - PROPERTY LEASE BOUNDARY SHOWN IN THESE DOCUMENTS THE CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THE CONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT MANAGER. - - - - - CONSTRUCTION PHASE AREAS 7. MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES DURING CONSTRUCTION. DEWATERING PIPE RAMP 8. FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL TIMES WHEN GATES ARE DEWATERING DISCHARGE HOSE UNLOCKED. ALL CONSTRUCTION GATES SHALL BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. -�"'- DEWATERING PIPE LINE 9. METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT PAVEMENTS ON THE AIRPORT. ALL EQUIPMENT USED ON WITHIN THE SECURITY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKS 0 CONTROL POINT OR TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT PAVEMENT ON THE PROJECT FLAGGER SITE DAMAGED BY CONSTRUCTION ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. BARRICADES MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE PLANS AT ANY ONE TIME. 2. THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. WORK IN PHASE 2 AND PHASE 3 SHALL NOT OCCUR CONCURRENTLY. NO WORK SHALL START IN A NEW PHASE OR PAIR OF PHASES OR IN ANY AREA OUTSIDE OF THE ACTIVE WORK AREA UNTIL ALL WORK IS COMPLETED IN THE CURRENT PHASE/WORK AREA AND THE PHASE/WORK AREA IS RETURNED TO ACTIVE BOEING STATUS UNLESS OTHERWISE APPROVED IN WRITING BY BOEING. 4. CONTRACTOR STAGING FOR WORK WITHIN PHASE 1 & 2 SHALL OCCUR IN THE PHASE 2 CONTRACTOR STAGING AREA. CONTRACTOR STAGING FOR WORK WITHIN PHASES 3, 4 & 5 SHALL OCCUR WITHIN PHASE 3 CONTRACTOR STAGING AREA UNLESS OTHERWISE APPROVED BY BOEING CONSTRUCTION MANAGER. 5. THE DEWATERING FACILITIES AND PIPELINE LOCATIONS SHOWN ARE RECOMMENDED OPTIONS. THE CONTRACTOR SHALL PROVIDE FOR REVIEW AND APPROVAL OF THESE DEWATERING PLANS. 6. DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HDPE PIPE. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8. DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9. CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10. LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT RT RT RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 I - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR UNUALU F . C ��, SPECIFICATION IS APPROVED BI�EU ® � APPROVED BY DEPT. DATE IT. NEU CHECKED D. M U RATA .o a APPROVED 09.29.20 09.29.20 1TITLE 09.2� 09.29.20 CONTROL POINT (CP) TABLE POINT DISCRIPTION NORTHING FASTING DESCRIPTION 204 181684.37 1299247.98 Z SCRIBE SET 205 181732.81 1299493.60 Z PKW DC 206 181358.63 1299557.54 Z PKW DC 207 181479.81 1299449.72 Z PKW SET 209 181406.82 1299484.22 Z PKW SET 210 181005.45 1299667.39 Z HM SET 211 181562.50 1299510.39 Z PKW SET 212 180996.51 1299512.17 Z PKW SET 213 181026.79 1299435.21 Z SET SCRIBE 214 181336.47 1299433.08 Z SET PKW 215 181528.67 1299421.51 Z SET PKW 216 181178.46 1299456.61 Z MAG SET 217 180985.90 1299456.85 Z MAG SET 219 181686.28 1299222.06 Z MAG SET 16420 181740.53 1299491.91 Z FND PKW DHA-63 PERMIT SUBMITTAL DESIGN BY DOWL DATE _09.29.20 R-413707 CONSTRUCTION PHASING &STAGING PLAN APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) NORTH BOEING FIELD �~ CIVIL MASTER RENTON, WAI DWG BOWL _RrVfSf0T_ SYMBOL DATE W3689354 - 09.29.20 tiLQULNL;L NU. C5 C4 05-APRON-A-05 CD N N a